CN105401564A - Construction method for fixing tidal current energy power generation device to water bottom and tidal current energy power generation device - Google Patents
Construction method for fixing tidal current energy power generation device to water bottom and tidal current energy power generation device Download PDFInfo
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- CN105401564A CN105401564A CN201410402986.5A CN201410402986A CN105401564A CN 105401564 A CN105401564 A CN 105401564A CN 201410402986 A CN201410402986 A CN 201410402986A CN 105401564 A CN105401564 A CN 105401564A
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
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Abstract
The invention provides a construction method for fixing a tidal current energy power generation device to the water bottom and the tidal current energy power generation device. An outer framework is manufactured, a floating body is fixed to the outer framework, an outer casing pipe is fixed to the outer framework, and a structure for reducing water flow resistance is arranged on the upstream side of the outer casing pipe; an inner casing pipe is correspondingly inserted into the outer casing pipe; the outer framework is put into the water and is pulled in the water to the installation site; one end of the inner casing pipe sinks into the water bottom in the axial direction of the outer casing pipe, and the other end of the inner casing pipe extends out of the water surface; the outer framework sinks into the water bottom by releasing the buoyancy of the floating body, and the levelness of the outer framework is adjusted; the water bottom is hammered in the axial direction of the inner casing pipe and drilled inside the inner casing pipe to form a pile hole, the inner casing pipe is taken out, a connection casing pipe is put into the outer casing pipe, the connection casing pipe is connected with the bottom end of the outer casing pipe and the upper end of the drilled ground of the water bottom, a reinforcing cage or steel profile is put into the outer casing pipe, and concrete is poured into the outer casing pipe; and a water turbine and an electric generator are installed on the outer framework.
Description
Technical field
The present invention relates to a kind of construction method of ocean power generating device, particularly relate to a kind of construction method and the tidal generating set that tidal current energy generating equipment are fixed on the bottom.
Background technology
Tidal current energy generating equipment has two kinds of fixed forms, and one is fixedly suspended in water by the structure such as wirerope, floating drum, and another kind is fixed on the bottom by piling mode.These two kinds of fixed forms are owing to being the different position be fixed on by TRT in water, and therefore its construction method is completely different.
Existingly tidal current energy generating equipment is fixed on water-bed construction method and mainly carries out explosion at the bottom by constructor, ram precast concrete pile and be fixed.But, in order to ensure the generating efficiency of tidal current energy generating equipment, usually need TRT to be arranged on the very anxious place of current.Due to water velocity quickly, subaqueous construction not only reliability is low, and constructor also can be abnormally dangerous.
Being different from other field king-pile is construct and be used in comparatively flat water, and axial support and fixation are only played in these stakes, in marine tidal-current energy power field, because current can produce very large radial impact power, in order to ensure the strong degree of stake, the cross-sectional area of every pile must be guaranteed.In other words, cross-sectional area very large stake guarantee tidal current energy generating equipment is not disturbed by rapid stream, makes it be completely fixed in the bottom.But, add the cross-sectional area of stake, the water side of stake is also increased considerably, namely add the lifting surface area of each pile by water flow impact pressure.Because water side increases, reduce the firmness even counteracting overstriking stake and bring on the contrary, and difficulty of construction also increases greatly.Therefore, the existing tidal current energy generating equipment being fixed on the bottom all exists fixing not firm, the problem that construction is complicated, dangerous, cost is too high.
In addition, its framework is normally hung in the bottom of infield by existing tidal current energy generating equipment by instruments such as crane barge ships.Need long period of soaking in water due to tidal current energy generating equipment and will bear the impact of current, in order to increase the stable degree of tidal current energy generating equipment at the bottom, its framework major part adopts reinforcing bar and concrete to make, and it is very heavy that usual whole device can be built.But the maximum weight that crane barge ship can lift by crane in the world only has 3000 tons.In other words, be subject to the restriction of crane barge ship, the whole weight of tidal current energy generating equipment all must control within 3000 tons.For guaranteeing the lifting of crane barge ship safety and stability and putting down, the weight of tidal current energy generating equipment is preferably far below 3000 tons, and this greatly constrains the maximization development of tidal current energy generating equipment.
In sum, existing tidal current energy generating equipment is owing to being subject to the restriction of construction method, and cannot maximize, cost remains high, and causes the technology barriers of the tidal current energy generating equipment commercial operation that the mankind cannot break through.
Summary of the invention
The present invention, in order to overcome the deficiencies in the prior art, provides a kind of and tidal current energy generating equipment is fixed on water-bed construction method and tidal generating set.
In order to realize an object of the present invention, the invention provides a kind of construction method tidal current energy generating equipment being fixed on the bottom, comprise the steps: to make outside framework, buoyancy aid is fixed on outside framework, many outer tubes are fixed on outside framework, respectively multiple reduction resistance to water-flow structure are set at the side position that meets water of many outer tubes; Many inner sleeves are inserted accordingly in many outer tubes; Outside framework is inserted in water, in water, pull outside framework to infield; One end of every root inner sleeve sinks under water along the axis of outer tube, and the other end stretches out in the water surface; The buoyancy laying down buoyancy aid makes outside framework sink under water, the level of adjustment outside framework; Axially hammering is carried out to the bottom along inner sleeve, in inner sleeve, holed in the bottom, form stake holes, take out inner sleeve, towards outer tube built-in enter splicing sleeve, the upper end, ground of the bottom of splicing sleeve outer sleeve for connecting and water-bed boring, towards outer tube built-in enter reinforcing cage or steel tube profile, concrete perfusion in outer tube; The hydraulic turbine and generator are installed on outside framework.
In one embodiment of the invention, outside framework comprises at least one platform, and the length direction of platform is parallel to water (flow) direction, and the quantity of outer tube is at least four, and at least four outer tubes are arranged at four drift angles of platform respectively.
In one embodiment of the invention, buoyancy aid is the buoyancy tank of buoyancy force adjustable, and the step that the buoyancy laying down buoyancy aid makes outside framework sink under water comprises the valve opening buoyancy aid, buoyancy aid is poured water thus lays down buoyancy.
In one embodiment of the invention, the axis in one end of every root inner sleeve along outer tube sinks under water, and before the other end stretches out in the step of the water surface, tidal current energy generating equipment is fixed on water-bed construction method and also comprises the level being adjusted outside framework by buoyancy aid.
In one embodiment of the invention, tidal current energy generating equipment is fixed on water-bed construction method and also comprises and arrange many fixing wireropes, outside framework is fixed in one end of fixing wirerope.
In one embodiment of the invention, pull in water outside framework to infield step after also comprise the other end of fixing wirerope fixed, the wirerope that is strained and fixed is parallel to the lateral attitude of horizontal plane with fixing outside framework.
In one embodiment of the invention, tidal current energy generating equipment is fixed on water-bed construction method and also comprises making inner frame, the step hydraulic turbine and generator being installed on outside framework comprises and is installed in inner frame by the hydraulic turbine, is fixed on separably in outside framework by inner frame.
In one embodiment of the invention, inner sleeve outer wall mark has scale.
In one embodiment of the invention, tidal current energy generating equipment is fixed on water-bed construction method and also comprises in outer tube after concrete perfusion, fixed head is set on concrete top, fixed head is welded mutually with outer tube.
In order to realize another object of the present invention, the present invention also provides a kind of fixing tidal current energy generating equipment of above-mentioned construction method that adopts to comprise outside framework, many outer tubes, many splicing sleeves, buoyancy aid, the hydraulic turbine and generators.Outside framework has multiple reduction resistance to water-flow structure.Many outer tubes are fixed on outside framework, and multiple reduction resistance to water-flow structures are positioned at the side that meets water of many outer tubes.The many splicing sleeve bottom of outer sleeve for connecting and the upper ends, ground of water-bed boring respectively.Buoyancy aid is fixed on outside framework.The hydraulic turbine is arranged in outside framework.Generator is arranged at outside framework and connects the hydraulic turbine.
In order to realize another object of the present invention, the invention provides a kind of construction method tidal current energy generating equipment being fixed on the bottom, also comprise the steps: to make outside framework, buoyancy aid is fixed on outside framework, many outer tubes are fixed on outside framework, respectively multiple reduction resistance to water-flow structure are set at the side position that meets water of many outer tubes; Many inner sleeves are inserted accordingly in many outer tubes; Outside framework is inserted in water, in water, pull outside framework to infield; One end of every root inner sleeve sinks under water along the axis of outer tube, and the other end stretches out in the water surface; The buoyancy laying down buoyancy aid makes outside framework sink under water, the level of adjustment outside framework; Axially hammering is carried out to the bottom along inner sleeve, in inner sleeve, is holed in the bottom, form stake holes, towards inner sleeve built-in enter reinforcing cage or steel tube profile, concrete perfusion in inner sleeve; The hydraulic turbine and generator are installed on outside framework.
In one embodiment of the invention, tidal current energy generating equipment is fixed on also the included sidewall of sleeve pipe of water-bed construction method and arranges and multiplely unload slurry hole.
In one embodiment of the invention, tidal current energy generating equipment is fixed on inwall that water-bed construction method is also included in outer tube and stop part is set.
In one embodiment of the invention, tidal current energy generating equipment is fixed on water-bed construction method and also comprises making inner frame, the step hydraulic turbine and generator being installed on outside framework comprises and is installed in inner frame by the hydraulic turbine, is fixed on separably in outside framework by inner frame.
In sum, outside framework of the present invention and outer tube, define " natural piling platform ", without the need to additionally arranging the fixed structure of stake, and can effectively and securely tidal current energy generating equipment is fixed on the bottom.Inner sleeve of the present invention not only plays the effect of adjustment level but also can assist piling.By arranging buoyancy aid at outside framework, overcome in prior art the drawback must lifted by crane TRT and cause TRT to maximize, innovatively in water, mobile power generating device, to mounting points, significantly reduces construction cost.All construction method step are carried out all on the water, have stopped existing underwater operation, have reduced difficulty of construction, improve the safety of constructor, also drastically reduce the area construction cost, have effectively promoted the business application of tidal current energy generating equipment.
For above and other objects of the present invention, feature and advantage can be become apparent, preferred embodiment cited below particularly, and coordinate accompanying drawing, be described in detail below.
Accompanying drawing explanation
Construction method tidal current energy generating equipment being fixed on the bottom provided according to a first embodiment of the present invention is provided.
Construction method tidal current energy generating equipment being fixed on the bottom provided according to a second embodiment of the present invention is provided.
The top view be fixed on by tidal current energy generating equipment in water-bed construction method implementation process provided according to a second embodiment of the present invention is provided.
The top view of the tidal current energy generating equipment provided according to a second embodiment of the present invention is provided.
Figure 5 shows that the elevation when tidal current energy generating equipment provided according to a second embodiment of the present invention is not driven piles.
Part outside framework after the tidal current energy generating equipment piling provided according to a second embodiment of the present invention and outer tube schematic diagram are provided.
Piling schematic flow sheet tidal current energy generating equipment being fixed on water-bed construction method provided according to a second embodiment of the present invention is provided.
Construction method tidal current energy generating equipment being fixed on the bottom provided according to a third embodiment of the present invention is provided.
Figure 9 shows that the elevation when tidal current energy generating equipment provided according to a third embodiment of the present invention is not driven piles.
Piling schematic flow sheet tidal current energy generating equipment being fixed on water-bed construction method provided according to a third embodiment of the present invention is provided.
Detailed description of the invention
Construction method tidal current energy generating equipment being fixed on the bottom provided according to a first embodiment of the present invention is provided.As shown in Figure 1, in step S11, make outside framework, buoyancy aid is fixed on outside framework, many outer tubes are fixed on outside framework, respectively multiple reduction resistance to water-flow structure is set at the side position that meets water of many outer tubes.
In practical application, make the outside framework be made up of steel on the coast, then in the one-body molded reduction resistance to water-flow in outside framework many places structure.Reducing resistance to water-flow structure in the side that meets water of outer tube by arranging, substantially reducing the lifting surface area that outer tube (just forming stake herein afterwards) bears hydraulic blow, having increased substantially the stability of the stake of follow-up formation simultaneously.In the present embodiment, outer tube is steel pipe, is fixed on outside framework by welding manner.
For in Fig. 4 from left several secondary series four outer tubes, because outer tube has lined up the row being parallel to water (flow) direction, the water flow impact pressure that the outer tube being therefore positioned at downstream bears greatly can reduce after the stop of outer tube being positioned at upstream.Find after experiment, reduce resistance to water-flow structure if do not have, the water flow impact pressure sum that four outer tubes bear is about 2.6 times of being exposed to the water flow impact pressure that the outer tube in water bears.But, after outside framework is provided with reduction resistance to water-flow structure of the present invention, the water flow impact pressure sum that four outer tubes bear be only that is exposed to the water flow impact pressure that the outer tube in water bears 30%.
In the present embodiment, the cross section reducing resistance to water-flow structure is triangle.But the present invention is not limited in any way the concrete shape and structure that reduce resistance to water-flow structure.In other embodiments, this reduction resistance to water-flow structure can be fabricated to streamlined.
In step S12, many inner sleeves are inserted in described many outer tubes accordingly.Specifically, inner sleeve is inserted in outer tube, but can move along the axis of outer tube.A sheathed inner sleeve of outer tube.But the present invention is not limited in any way this.In other embodiment, the quantity of outer tube can more than the quantity of inner sleeve.In this step, inner sleeve in insertion outer tube after, and outer tube is first fixed, the radial and axial movement of restriction inner sleeve.
In step S13, outside framework is inserted in water, in water, pull outside framework to infield.In practical application, because tidal current energy generating equipment will ensure efficient generating, therefore the infield of tidal current energy generating equipment needs to be selected in the larger waters of water velocity, and distance bank, infield has not short distance.
In prior art, be first with ship, whole TRT loading is transported to infield, and then by crane barge ship, TRT hung in water, sink under water.Due to period delivery vehicle and lifting tool bears is the gravity of whole TRT, the therefore scale of the TRT restriction of maximum load that instruments such as being subject to crane barge ship can be born.In addition, tidal current energy generating equipment is fixed on the bottom, as the term suggests TRT will sink, therefore, in prior art, basic nobody is expected in outside framework, increase any thing that can produce buoyancy.But the present invention innovatively arranges buoyancy aid in outside framework, whole TRT first can be suspended in water, then can move horizontally outside framework in water, whole device just can be dragged to infield by the instruments such as steamer easily.
In step S14, after outside framework is transported to infield, one end of every root inner sleeve sinks under water along the axis of outer tube, and the other end stretches out in the water surface.Specifically, because inner sleeve and outer tube fix (such as by modes such as buckles) at the beginning, therefore inner sleeve can not produce relative to outer tube when dragging in water and move.Be dragged to behind infield until outside framework, untie fixing between inner sleeve and outer tube.Now, inner sleeve is inserted toward water-bed direction, until one end of inner sleeve touches the bottom.The length of inner sleeve of the present invention will be longer than the depth of water at infield place, and therefore, the water surface is stretched out in other one end of inner sleeve.
In the present embodiment, step S12, namely inner sleeve is inserted in outer tube is complete on the coast, before being namely positioned at step S13.But the present invention is not limited in any way the order between step S12 and step S13.In other embodiment, can first outside framework be inserted in water, in water, pull outside framework to infield, then by instruments such as crane barge ships, each inner sleeve is sling one by one and inserts in outer tube.Namely step S12 is between step S13 and step S14.No matter be which kind of sequence of steps, all in the scope of protection of present invention.
In step S15, the buoyancy laying down buoyancy aid makes outside framework sink under water, the level of adjustment outside framework.In the present embodiment, buoyancy aid is the buoyancy tank of buoyancy force adjustable, and the step that the buoyancy laying down buoyancy aid makes outside framework sink under water comprises the valve opening buoyancy aid, buoyancy aid is poured water thus lays down buoyancy.But the present invention is not limited in any way this.In other embodiment, buoyancy aid can be the buoyancy tank that can not regulate buoyancy, now, to lay down the buoyancy of buoyancy aid, can direct labor be removed by buoyancy aid.In practical application, judge whether level can be judged by the degree of depth of inner sleeve submerged for the outside framework that sinks to, the level of adjustment outside framework regulates by the mode such as hoist engine or jack.In other words, in the present invention, one of them effect of inner sleeve judges exactly and regulates the level of outside framework.
In step S16, axially hammering is carried out to the bottom along inner sleeve, in inner sleeve, holed in the bottom, form stake holes, take out inner sleeve, towards outer tube built-in enter splicing sleeve, the upper end, ground of the bottom of splicing sleeve outer sleeve for connecting and water-bed boring, towards outer tube built-in enter reinforcing cage or steel tube profile, concrete perfusion in outer tube.In step S17, the hydraulic turbine and generator are installed on outside framework.In practical application, now the hydraulic turbine can be hung in water and install.In the present embodiment, step S17 is positioned at finally.But the present invention is not limited in any way this sequence of steps.In other embodiment, the hydraulic turbine and generator can just be arranged in outside framework on the coast.Then be dragged to infield with outside framework, carry out the bottom afterwards and fix.No matter be which kind of sequence of steps, all in the scope of protection of present invention.
Construction method tidal current energy generating equipment being fixed on the bottom provided according to a second embodiment of the present invention is provided.The top view be fixed on by tidal current energy generating equipment in water-bed construction method implementation process provided according to a second embodiment of the present invention is provided.The top view of the tidal current energy generating equipment provided according to a second embodiment of the present invention is provided.Figure 5 shows that the elevation when tidal current energy generating equipment provided according to a second embodiment of the present invention is not driven piles.Part outside framework after the tidal current energy generating equipment piling provided according to a second embodiment of the present invention and outer tube schematic diagram are provided.Piling schematic flow sheet tidal current energy generating equipment being fixed on water-bed construction method provided according to a second embodiment of the present invention is provided.The structural representation of outer tube and splicing sleeve during the piling provided according to a second embodiment of the present invention.Please also refer to Fig. 2 to Fig. 7.
In the second embodiment, tidal current energy generating equipment 100 being fixed on water-bed F(the present embodiment is seabed) construction method comprise step S21 to S31.Tidal current energy generating equipment 100 comprises outside framework 1, many outer tubes 3, many splicing sleeves 31, buoyancy aid 2, the hydraulic turbine 81 and generators 82.Outside framework 1 has multiple reduction resistance to water-flow structure 4.The type of the present invention to the hydraulic turbine 81 is not limited in any way.
In step S21, make outside framework 1, buoyancy aid 2 is fixed on outside framework 1, many outer tubes 3 are fixed on outside framework 1, respectively multiple reduction resistance to water-flow structure 4 is set at the side position that meets water of many outer tubes 3.As shown in Figure 6, in practical application, the axial A of some outer tube 3 is perpendicular to horizontal plane, and the axis of other outer tubes 3 and horizontal plane out of plumb, be the outer tube 3 of inclination.When whole outside framework 1 is fixed on water-bed F, the outer tube 3 of inclination will be positioned at the upstream and downstream of outside framework 1, thus strengthens the stability that outside framework 1 is positioned at water-bed F.
Reduce resistance to water-flow structure 4 needs and be arranged on the side that meets water being positioned at outermost outer tube 3.Because direction of tide has flood tide and ebb tide, therefore, as shown in Figure 4, the top and bottom that resistance to water-flow structure 4 is positioned at outside framework 1 is reduced.Being positioned at middle outer tube 3, owing to there being the stop of both sides outer tube 3, reducing resistance to water-flow structure 4 without the need to arranging.In the present embodiment, the quantity of outer tube 3 is 20, and reducing resistance to water-flow structure 4 is 16, and the quantity reducing resistance to water-flow structure 4 is less than the quantity of outer tube 3.But the quantity of the present invention to outer tube 3 and reduction resistance to water-flow structure 4 is not limited in any way.In other embodiments, outer tube 3 can only have four, lays respectively at four drift angles of outside framework 1, reduces resistance to water-flow structure 4 and also correspondingly arranges four.
Outside framework 1 comprises at least one platform 11, and the length direction of platform 11 is parallel to water (flow) direction D, and the quantity of outer tube 3 is at least four, and at least four outer tubes 3 are arranged at four drift angles of platform 11 respectively.By arranging platform 11, adding the fixed-area of whole outside framework 1, improve the firmness that outside framework 1 is fixed on water-bed F.In the present embodiment, outside framework 1 comprises two platforms 11.Preferably, the straight line that platform 11 rearranges along the hydraulic turbine is symmetrical arranged.But the present invention is not also limited in any way this.
In the present embodiment, the setting direction of buoyancy aid 2 is parallel to water (flow) direction D, and part outer tube 3 is preferably located between two buoyancy aids 2.By this set, buoyancy aid 2 by outer tube 3 " parcel " wherein, reduces the water flow impact pressure that outer tube 3 bears further.
In step S22, many inner sleeves 5 are inserted in many outer tubes 3 accordingly.The internal diameter of outer tube 3, only slightly larger than the external diameter of inner sleeve 5, can be provided with fixed structure to limit inner sleeve 5 movement radially in outer tube 3.In practical application, first can overlap on the outer wall of inner sleeve 5 and have multiple rubber ring, after inner sleeve 5 inserts outer tube 3, rubber ring had both limited moving radially of inner sleeve 5, form again the sealing ring between inside and outside sleeve pipe, make inside and outside sleeve-shaped integral, jointly stressed.In the second embodiment, after inner sleeve 5 inserts outer tube 3, by modes such as buckles, first limit inner sleeve 5 and move relative to the axial A of outer tube 3.
In the present embodiment, construction method also comprises in step S23, arranges many fixing wireropes 6, and outside framework 1 is fixed in one end of fixing wirerope 6.The sequencing of the present embodiment to step S23 and step S22 is not limited in any way.In step S24, outside framework 1 is inserted in water, in water, pull outside framework 1 to infield.After step S24, in step S25, fixed by the other end of fixing wirerope 6, the wirerope 6 that is strained and fixed is parallel to the lateral attitude of horizontal plane with fixing outside framework 1.Specifically, be provided with multiple fixed tower 61 on the coast with in water, the two ends of fixing wirerope 6 are individually fixed in fixed tower 61 and outside framework 1.
In step S26, regulated the level of outside framework 1 by buoyancy aid.After tentatively securing the horizontal level of outside framework 1 by fixing wirerope 6, next utilize level gauge, detect the level of outside framework 1.If outside framework 1 is out-of-level, then by regulating the buoyancy of both sides buoyancy aid 2 to carry out Level tune.When buoyancy aid 2 is buoyancy tanks of buoyancy force adjustable, can directly regulates the water level in buoyancy tank to change buoyancy by pouring into water, thus reach the object of adjustment level.When buoyancy aid 2 is the buoyancy tanks with fixed buoyancy, by increasing or remove buoyancy tank to realize in water horizontal adjustment to outside framework 1.
In step S27, after having adjusted the level of outside framework 1, to be sunk under water F along the axial A of outer tube 3 one end of every root inner sleeve 5, the other end stretches out in the water surface.In step S28, the buoyancy laying down buoyancy aid 2 makes outside framework 1 sink under water the level of F, adjustment outside framework 1.Adopt fixing wirerope 6 because the present embodiment has, so now first loosen fixing wirerope 6, then whole outside framework 1 is sunk.
In the present embodiment, the outer wall mark of inner sleeve 5 has scale (not shown).Therefore, by the scale change numerical value outside reading inner sleeve 5, i.e. the level of the known depth of water everywhere rear outside framework 1 and judgement is sunk.After discovery outside framework 1 is out-of-level, the level of adjustment outside framework 1.Specifically, in the present embodiment, one end of inner sleeve 5 is fixed by hoist engine 9 and outside framework 1.When the outside framework 1 of side is on the low side, now can drive hoist engine 9, make the outside framework 1 that it lifts this side, after read the special value arriving inner sleeve 5 on the water surface, namely represent outside framework 1 level, now stop the continuation of hoist engine 9 to regulate.But the mode of the present invention to the level of adjustment outside framework 1 is not limited in any way.In other embodiment, realize the Level tune of outside framework 1 by arranging jack.By the outer wall mark scale at inner sleeve 5, constructor can intuitively and the whole outside framework 1 that forms a prompt judgement comprises platform 11 whether level, thus instruct and further construct.But the present invention is not limited in any way this.When there is no scale outside inner sleeve 5, still judge the level of outside framework 1 by the degree of depth of actual measurement inner sleeve 5 submerged.The inner sleeve 5 of the present embodiment can play adjustment horizontal force.
In step S29, axially hammering is carried out to water-bed F along inner sleeve, in inner sleeve 5, water-bed F is holed, form stake holes 33, take out inner sleeve 5, in outer tube 3, insert splicing sleeve 31, the bottom of splicing sleeve 31 outer sleeve for connecting 3 and the upper end, ground of water-bed boring, reinforcing cage 32 or steel tube profile is inserted, concrete perfusion in outer tube 3 in outer tube 3.Preferably, before concrete perfusion, reinforcing cage 32 and steel tube profile all put into outer tube 3, and steel tube profile can be split obtained by inner sleeve 5, so both saves raw material, make again the stake formed be steel pipe pile, increase the uplift resistance of whole stake.
As shown in Figure 7, because water-bed F is uneven, inner sleeve 5 is after submerged, and the bottom of inner sleeve 5 all can not contact with water-bed F.First beat to stretch in inner sleeve 5 with stake and carry out hammering to water-bed F, after beating out hole, by inner sleeve 5 toward pressing down, under making the bottom of inner sleeve 5 be embedded into water-bed F a little.Now, except open top, in inner sleeve 5, define a substantially airtight space, so complete before spudding in and prepare.Then stretched into by auger in inner sleeve 5, the horizon d vertically towards water-bed F is holed, and gets into the degree of depth meeting construction requirement always, forms stake holes 33.In practical application, the degree of depth of stake holes 33, at about 6m, so just can make pile foundation be embedded into horizon d, makes the stake of formation more firm.Take out inner sleeve 5 subsequently, inserted by splicing sleeve 31 in outer tube 3, the bottom of splicing sleeve 31 outer sleeve for connecting 3 and the upper end, ground of water-bed boring, form airtight space again.Then in outer tube 3, put into reinforcing cage 32 or steel tube profile, concrete perfusion in outer tube 3, form deposited reinforced concrete pile.
Due to water-bed uneven, outside framework 1 sinks under water after F, and the bottom of outer tube 3 also can not all touch water-bed F certainly.Therefore, if there is no inner sleeve 5, cannot confined space be formed, and stop current and the stone of outside, also just cannot realize boring.Meanwhile, the earth got out and stone, by being sucked away in inner sleeve 5, are discharged from inner sleeve 5 upper end open.After inner sleeve 5 is extracted, splicing sleeve 31 being set when driving piles, still ensureing to form confined space under water, preventing concrete from leaking, cast-in-place concrete pile is formed.If do not pull out away inner sleeve 5 when forming stake, directly concrete perfusion in inner sleeve 5, owing to there is gap between inner sleeve 5 and outer tube 3, then can cause between outer tube 3 and concrete pile and there is gap, make the two effectively not be fixed together, finally cause outside framework 1 meeting opposite concrete stake slide downward.
In the present embodiment, the construction method that tidal current energy generating equipment 100 is fixed on water-bed F is also comprised step S30.In step S30, in outer tube 3 after concrete perfusion, fixed head 34 is set on concrete top, fixed head 34 is welded mutually with outer tube 3.In practical application, fixed head 34 is circular steel plate, is welded on the inwall of outer tube 3, is placed in the top of concrete pile.Due to the weight very heavy (up to more than 3000 tons) of outside framework 1, but outer tube 3 is round steel cylinder, and frictional force between concrete pile is less, after Long-Time Service, outer tube 3 can slide in opposite concrete stake, causes outside framework 1 constantly to sink, even produce inclination, affect generating efficiency.By arranging fixed head 34, further outside framework 1 and concrete pile are fixed together, if outside framework 1 will sink, then can stop by stake, thus keep the permanent position of whole outside framework 1.Preferably, above fixed head 34, go back extension supporting pin 35 to be connected and fixed plate 34 and outer tube 3 further.
In step S31, construction method tidal current energy generating equipment 100 being fixed on water-bed F also comprises making inner frame 7, is installed on by the hydraulic turbine 81 in inner frame 7, is fixed on separably in outside framework 1 by inner frame 7.Generator 82 connects the hydraulic turbine 81.In practical application, make together when the making of inner frame 7 can be placed on step S21, the present invention is not limited in any way the sequence of steps making inner frame 7.By this set, the modularization achieving the hydraulic turbine 81 is installed, and is also very easy to quick-replaceable after 82 days of the hydraulic turbine 81 and generator and maintenance, greatly reduces maintenance cost.
Construction method tidal current energy generating equipment being fixed on the bottom provided according to a third embodiment of the present invention is provided.Figure 9 shows that the elevation when tidal current energy generating equipment provided according to a third embodiment of the present invention is not driven piles.Piling schematic flow sheet tidal current energy generating equipment being fixed on water-bed construction method provided according to a third embodiment of the present invention is provided.Please also refer to Fig. 8 to Figure 10.
In the 3rd embodiment, construction method tidal current energy generating equipment 200 being fixed on water-bed F comprises step S21 ' to S31 '.Wherein step S21 ', S22 ', S23 ', S24 ', S25 ', S26 ', S27 ', S28 ', S30 ' and S31 ' and the step S21 in the second embodiment, S22, S23, S24, S25, S26, S27, S28, S30 are identical with S31, do not repeat them here.The same with the second embodiment of the outside framework 1 of tidal current energy generating equipment 200, buoyancy aid 2, fixing wirerope 6, inner frame 7, similar elements adopts identical label.Below be only explained with regard to difference.
In the 3rd embodiment, the hydraulic turbine 81 ' is the horizontal axis hydraulic turbine.But the present invention is not limited in any way this.Construction method tidal current energy generating equipment being fixed on the bottom provided by the invention goes for all types of hydraulic turbine.
In step S29 ', axially hammering is carried out to water-bed F along inner sleeve 5 ', in inner sleeve 5 ', water-bed F is holed, form stake holes 33, in inner sleeve 5 ', insert reinforcing cage 32 or steel tube profile, concrete perfusion in inner sleeve 5 '.Specifically, first beat to stretch in inner sleeve 5 ' with stake and carry out hammering to water-bed F, after beating out hole, press down past for inner sleeve 5 ', under making the bottom of inner sleeve 5 ' be embedded into water-bed F a little.Then stretched into by auger in inner sleeve 5, the horizon d vertically towards water-bed F is holed, and gets into the degree of depth meeting construction requirement always, forms stake holes 33.
In the present embodiment, also the included sidewall of sleeve pipe 5 ' of construction method tidal current energy generating equipment 200 being fixed on water-bed F arranges and multiplely unloads slurry hole 51 '.Therefore, only need at the middle concrete perfusion of inner sleeve 5 ', concrete can flow out from unloading slurry hole 51 ', and flow in the gap of outer tube 3 ' and inner sleeve 5 ', thus outer tube 3 ' and inner sleeve 5 ' are combined together, entirety forms a spud pile.The step that slurry hole 51 ' is unloaded in setting can complete before inner sleeve 5 ' is inserted into outer tube 3 '.But the present invention is not construed as limiting this.In other embodiment, inner sleeve 5 ' can not have unload slurry hole 51 ', after having poured into the concrete in inner sleeve 5 ', can more special by Concrete Filled between outer tube 3 ' and inner sleeve 5 '.
In the present embodiment, internal diameter due to outer tube 3 ' is greater than the internal diameter of inner sleeve 5 ', and the inwall that construction method tidal current energy generating equipment 200 being fixed on water-bed F is also included in outer tube 3 ' arranges stop part 31 ' to limit inner sleeve 5 ' movement radially.In the present embodiment, top and the bottom of outer tube 3 ' are all provided with stop part 31 '.The stop part 31 ' of bottom both played position-limiting action, can realize again the sealing of outer tube 3 ' bottom, flowed out after preventing follow-up concrete from pouring into from the gap of outer tube 3 ' and inner sleeve 5 '.
In sum, outside framework of the present invention and outer tube, define " natural piling platform ", without the need to additionally arranging the fixed structure of stake, and can effectively and securely tidal current energy generating equipment is fixed on the bottom.Inner sleeve of the present invention not only plays the effect of adjustment level but also can assist piling.By arranging buoyancy aid at outside framework, overcome in prior art the drawback must lifted by crane TRT and cause TRT to maximize, innovatively in water, mobile power generating device, to mounting points, significantly reduces construction cost.All construction method step are carried out all on the water, have stopped existing underwater operation, have reduced difficulty of construction, improve the safety of constructor, also drastically reduce the area construction cost, have effectively promoted the business application of tidal current energy generating equipment.
Although the present invention discloses as above by preferred embodiment; but and be not used to limit the present invention, anyly know this those skilled in the art, without departing from the spirit and scope of the present invention; can do a little change and retouching, therefore protection scope of the present invention is when being as the criterion depending on claims scope required for protection.
Claims (12)
1. tidal current energy generating equipment is fixed on a water-bed construction method, it is characterized in that, comprising:
Make outside framework, buoyancy aid is fixed on described outside framework, many outer tubes is fixed on described outside framework, outer tube be axially perpendicular to horizontal plane, respectively multiple reduction resistance to water-flow structure is set at the side position that meets water of many outer tubes;
Many inner sleeves are inserted accordingly in described many outer tubes;
Described outside framework is inserted in water, in water, pulls described outside framework to infield;
One end of every root inner sleeve sinks under water along the axis of outer tube, and the other end stretches out in the water surface;
The buoyancy laying down buoyancy aid makes outside framework sink under water, the level of adjustment outside framework;
Axially hammering is carried out to the bottom along inner sleeve, in inner sleeve, holed in the bottom, form stake holes, take out inner sleeve, towards outer tube built-in enter splicing sleeve, the upper end, ground of the bottom of splicing sleeve outer sleeve for connecting and water-bed boring, towards outer tube built-in enter reinforcing cage or steel tube profile, concrete perfusion in outer tube;
The hydraulic turbine and generator are installed on outside framework.
2. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, it is characterized in that, described outside framework comprises at least one platform, the length direction of described platform is parallel to water (flow) direction, the quantity of outer tube is at least four, and described at least four outer tubes are arranged at four drift angles of described platform respectively.
3. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, it is characterized in that, described buoyancy aid is the buoyancy tank of buoyancy force adjustable, described in lay down buoyancy aid buoyancy step that outside framework is sunk under water comprise the valve opening buoyancy aid, buoyancy aid is poured water thus lays down buoyancy.
4. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, it is characterized in that, axis in one end of every root inner sleeve along outer tube sinks under water, before the other end stretches out in the step of the water surface, tidal current energy generating equipment is fixed on water-bed construction method and also comprises the level being adjusted outside framework by buoyancy aid.
5. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, it is characterized in that, tidal current energy generating equipment is fixed on water-bed construction method also to comprise and arrange many fixing wireropes, described outside framework is fixed in one end of fixing wirerope.
6. construction method tidal current energy generating equipment being fixed on the bottom according to claim 5, it is characterized in that, pull in water described outside framework to infield step after also comprise the other end of fixing wirerope fixed, the wirerope that is strained and fixed is parallel to the lateral attitude of horizontal plane with fixing outside framework.
7. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, it is characterized in that, tidal current energy generating equipment is fixed on water-bed construction method and also comprises making inner frame, the step hydraulic turbine and generator being installed on outside framework comprises and is installed in inner frame by the hydraulic turbine, is fixed on separably in outside framework by inner frame.
8. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, is characterized in that, described inner sleeve outer wall mark has scale.
9. construction method tidal current energy generating equipment being fixed on the bottom according to claim 1, it is characterized in that, in outer tube after concrete perfusion, construction method tidal current energy generating equipment being fixed on the bottom is also included in concrete top and arranges fixed head, is welded mutually by fixed head with outer tube.
10. adopt the tidal current energy generating equipment that construction method as claimed in claim 1 is fixing, it is characterized in that, comprising:
Outside framework, has multiple reduction resistance to water-flow structure;
Many outer tubes, are fixed on outside framework, outer tube be axially perpendicular to horizontal plane, multiple reduction resistance to water-flow structures are positioned at the side that meets water of many outer tubes;
Many splicing sleeves, the respectively bottom of outer sleeve for connecting and the upper end, ground of water-bed boring;
Buoyancy aid, is fixed on described outside framework;
The hydraulic turbine, is arranged in described outside framework;
Generator, is arranged at described outside framework and connects the described hydraulic turbine.
Tidal current energy generating equipment is fixed on water-bed construction method, it is characterized in that, comprise by 11. 1 kinds:
Make outside framework, buoyancy aid is fixed on described outside framework, many outer tubes is fixed on described outside framework, outer tube be axially perpendicular to horizontal plane, respectively multiple reduction resistance to water-flow structure is set at the side position that meets water of many outer tubes;
Many inner sleeves are inserted accordingly in described many outer tubes;
Described outside framework is inserted in water, in water, pulls described outside framework to infield;
One end of every root inner sleeve sinks under water along the axis of outer tube, and the other end stretches out in the water surface;
The buoyancy laying down buoyancy aid makes outside framework sink under water, the level of adjustment outside framework;
Axially hammering is carried out to the bottom along inner sleeve, in inner sleeve, is holed in the bottom, form stake holes, towards inner sleeve built-in enter reinforcing cage or steel tube profile, concrete perfusion in inner sleeve;
The hydraulic turbine and generator are installed on outside framework.
Tidal current energy generating equipment is according to claim 11ly fixed on water-bed construction methods by 12., it is characterized in that, tidal current energy generating equipment is fixed on also the included sidewall of sleeve pipe of water-bed construction method and arranges and multiplely unload slurry hole.
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| CN201410402986.5A CN105401564B (en) | 2014-07-08 | 2014-08-15 | Construction method for fixing tidal current energy power generation device to water bottom and tidal current energy power generation device |
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| CN2014103443317 | 2014-07-18 | ||
| CN201410402986.5A CN105401564B (en) | 2014-07-08 | 2014-08-15 | Construction method for fixing tidal current energy power generation device to water bottom and tidal current energy power generation device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109209744A (en) * | 2018-10-17 | 2019-01-15 | 魏若霖 | A kind of tide electricity generation system and construction method |
| WO2021249453A1 (en) * | 2020-06-10 | 2021-12-16 | 杭州林黄丁新能源研究院有限公司 | Large tidal current energy power generation device and assembly platform therefor |
| WO2021248369A1 (en) | 2020-06-10 | 2021-12-16 | 杭州林黄丁新能源研究院有限公司 | Large tidal current energy power generation apparatus and assembly platform therefor |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191119128A (en) * | 1911-08-25 | 1912-01-11 | Enos Andrew Wall | Improvements in or connected with Wave-actuated Air-compressors. |
| JPH10220339A (en) * | 1997-01-31 | 1998-08-18 | Shiro Morita | Wave collecting device and wind power generator using the device |
| CN203080496U (en) * | 2012-12-21 | 2013-07-24 | 中国水电顾问集团华东勘测设计研究院 | Portal infrastructure capable of utilizing ocean wind energy and tidal current energy simultaneously to generate power |
| CN203238654U (en) * | 2013-03-28 | 2013-10-16 | 中国水电顾问集团华东勘测设计研究院 | Self-lifting tidal current energy generating base structure |
-
2014
- 2014-08-15 CN CN201410402986.5A patent/CN105401564B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191119128A (en) * | 1911-08-25 | 1912-01-11 | Enos Andrew Wall | Improvements in or connected with Wave-actuated Air-compressors. |
| JPH10220339A (en) * | 1997-01-31 | 1998-08-18 | Shiro Morita | Wave collecting device and wind power generator using the device |
| CN203080496U (en) * | 2012-12-21 | 2013-07-24 | 中国水电顾问集团华东勘测设计研究院 | Portal infrastructure capable of utilizing ocean wind energy and tidal current energy simultaneously to generate power |
| CN203238654U (en) * | 2013-03-28 | 2013-10-16 | 中国水电顾问集团华东勘测设计研究院 | Self-lifting tidal current energy generating base structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109209744A (en) * | 2018-10-17 | 2019-01-15 | 魏若霖 | A kind of tide electricity generation system and construction method |
| WO2021249453A1 (en) * | 2020-06-10 | 2021-12-16 | 杭州林黄丁新能源研究院有限公司 | Large tidal current energy power generation device and assembly platform therefor |
| WO2021248369A1 (en) | 2020-06-10 | 2021-12-16 | 杭州林黄丁新能源研究院有限公司 | Large tidal current energy power generation apparatus and assembly platform therefor |
| US11585061B2 (en) | 2020-06-10 | 2023-02-21 | Hangzou Lhd Institute Of New Energy, Llc | Large tidal current energy generating device and assembly platform thereof |
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| Publication number | Publication date |
|---|---|
| CN105401564B (en) | 2017-05-24 |
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Address after: 310053 Binjiang District City, Hangzhou Province, No. six and road, a building (North), layer D3018, three, Applicant after: Hangzhou Lin Dong new energy Science and Technology Co., Ltd. Address before: Hangzhou City, Zhejiang province 310011 Moganshan Road No. 1418-21 building 3 Room 201 (Shangcheng science and technology industrial base) Applicant before: Hangzhou Lin Dong new energy Science and Technology Co., Ltd. |
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Effective date of registration: 20200611 Address after: 405 room 404 and 35, Renmin Road, Zhoushan Town, Daishan, Zhejiang 316200, China Patentee after: ZHEJIANG ZHOUSHAN LHD ENERGY DEVELOPMENT Co.,Ltd. Address before: 310053 Binjiang District City, Hangzhou Province, No. six and road, a building (North), layer D3018, three, Patentee before: ZHEJIANG ZHOUSHAN LHD ENERGY DEVELOPMENT Co.,Ltd. |